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PAVERS <br />TOP OF S 00 <br />!x <br />SEE SCHEDULE <br />FOR VOID, a4R SIZE <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />AT ALL PAVER AREAS SCALE: 1/7'=1'-Y' <br />LAP TOP PLATE A MIN. OF 48' - <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD <br />20 OR 2x6 WOOD BEARING — <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SIMPSON SPH4 OR SPH6 <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/2' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3" <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SECURE ST. PLATE TO SLAB W/ <br />lrZKa' WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1f2" EMBED. MIN. a,6" <br />OC MAX. <br />SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />5 scALE:3/4•'=,'-0" (N// UPLIFT) <br />MIN. 10"TREADWH <br />"NOSE <br />#4 REBAR (TYP.) <br />a -a•,, <br />— _ # <br />TOP OF SLAB I <br />1/2" RADIUS OR <br />CHAMFER <br />. <br />a� <br />2EXTERIOR STAIR DETAIL <br />SCALE: 1lZ'=1'-0" <br />-- <br />STEEL <br />STEEL REINFORCING IN GROUTED <br />i <br />CELL SEE PLAN FOR SIZE AND <br />3 ,^ <br />SPACING REQUIREMENTS <br />V <br />0. <br />O° <br />to� <br />8" CMU WALL <br />+- <br />7 <br />TOP OF SLAB <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4"CHAMFER (1STORY) <br />i <br />BAR SIZE 48 BAR OIA. E+ <br />W/ 1/2' ISOLATION <br />--'_ CHAMFER (2 <br />#3 1 <br />JOINT(WHERE <br />#4 24" <br />APPLICABLE) <br />MATCH STEELr <br />�. <br />6" PVC CHASE <br />H <br />REINFORCEMENT„ <br />P ER SCHEDULE <br />THRU FOOTING <br />#7 qp <br />SEE SCHEDULE <br />FOR BAROARSIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />THRU FOOTING <br />6 <br />SCALE: 3/4"=1'-0" <br />REINFORCEMENT <br />PER SCHEDULE <br />VG <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />`a <br />8" CMU WALL <br />�N <br />SLAB SCHEDULE <br />J_SEE <br />SEE SCHEDULE <br />FOR W D, BAR SIZE <br />AND BAR QUANn7V <br />4 INTERIOR FOUNDATION CMU WALL <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN OLVD <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX- 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />rr� <br />o; <br />a <br />R� <br />R <br />DVHDIV. AC IAT <br />ABBOTT PARK <br />LOT #27 <br />BLK. #9 <br />PROJECT# <br />04181.000-270 1 <br />MODEU <br />3EEB <br />"2260—ELSTON" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />0 <br />AR <br />DATEM 05/25/21 <br />8CALM 1/4"=V-0" <br />aHEET <br />71TAB <br />